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contributor authorO. Ozgur Egilmez
contributor authorMustafa Vardaroglu
contributor authorAndac Akbaba
date accessioned2017-12-30T13:01:07Z
date available2017-12-30T13:01:07Z
date issued2017
identifier other%28ASCE%29ST.1943-541X.0001706.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244566
description abstractLight-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors’ knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections.
publisherAmerican Society of Civil Engineers
titleStrength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams
typeJournal Paper
journal volume143
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001706
page04016214
treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
contenttypeFulltext


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